4 kN/mP2 kN/mABC|B2 m3 mFIG. P4.13FIG. P4.14| 12 kips2 kips4 kips48 kip • ftDDAAB|2 ft -- 4 ft- 4 ft 4 ft 4 ft –6 ftFIG. P4.16FIG. P4.15|900 lb| 400 lb"60 lb/ft800 lb/ftDAD|B- 8 ft 6 ft →2 ft →-- 2 ft4 ft4 ftFIG. P4.18FIG. P4.17

Answered: 4 kN/m- 2 kN/m |B C 2 m- 3 m - FIG.…

Engineering

Civil Engineering

4 kN/m- 2 kN/m |B C 2 m- 3 m - FIG. P4.13

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

100%

4 kN/m
P
2 kN/m
A
B
C
|B
2 m
3 m
FIG. P4.13
FIG. P4.14
| 12 kips
2 kips
4 kips
48 kip • ft
D
D
A
A
B|
2 ft -
- 4 ft
- 4 ft 4 ft 4 ft –
6 ft
FIG. P4.16
FIG. P4.15
|900 lb
| 400 lb
"60 lb/ft
800 lb/ft
D
A
D
|B
- 8 ft 6 ft →
2 ft →-
- 2 ft
4 ft
4 ft
FIG. P4.18
FIG. P4.17

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